The steel tie bar shown is to be designed to carry a tension force of magnitude P = 130KN when bolted between double brackets at A and B. The bar will be fabricated from 25-mm-thick plate stock. For the grade of steel to be used, the maximum allowable stresses are: o = 170 MPa, t = 110 MPa, o, = 370 MPa. Design the tie bar by determining the required values of: a. the diameter d of the bolt, b. the dimension b at each end of the bar, c. the dimension h of the bar.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Problem 1.
The steel tie bar shown is to be designed to carry a tension force
of magnitude P = 130KN when bolted between double brackets
at A and B. The bar will be fabricated from 25-mm-thick plate
stock. For the grade of steel to be used, the maximum allowable
stresses are: o = 170 MPa, t = 110 MPa, op = 370 MPa. Design the
tie bar by determining the required values of:
a. the diameter d of the bolt,
b. the dimension b at each end of the bar,
c. the dimensionh of the bar.
Transcribed Image Text:Problem 1. The steel tie bar shown is to be designed to carry a tension force of magnitude P = 130KN when bolted between double brackets at A and B. The bar will be fabricated from 25-mm-thick plate stock. For the grade of steel to be used, the maximum allowable stresses are: o = 170 MPa, t = 110 MPa, op = 370 MPa. Design the tie bar by determining the required values of: a. the diameter d of the bolt, b. the dimension b at each end of the bar, c. the dimensionh of the bar.
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